Experimental study on fuel spray characteristics under atmospheric and pressurized cross-flow conditions, second report: Spray distortion, spray area, and spray volume

Fuel ◽  
2017 ◽  
Vol 206 ◽  
pp. 401-408 ◽  
Author(s):  
Min Guo ◽  
Keiya Nishida ◽  
Youichi Ogata ◽  
Chaoqun Wu ◽  
Qingrong Fan
Fuel ◽  
2016 ◽  
Vol 184 ◽  
pp. 846-855 ◽  
Author(s):  
Min Guo ◽  
Nagisa Shimasaki ◽  
Keiya Nishida ◽  
Youichi Ogata ◽  
Yoshitaka Wada

Fuel ◽  
2022 ◽  
Vol 307 ◽  
pp. 121887
Author(s):  
Gengxin Zhang ◽  
Hongliang Luo ◽  
Kouhei Kita ◽  
Yoichi Ogata ◽  
Keiya Nishida

Fuel ◽  
2018 ◽  
Vol 218 ◽  
pp. 12-22 ◽  
Author(s):  
Zhanbo Si ◽  
Nagisa Shimasaki ◽  
Keiya Nishida ◽  
Youichi Ogata ◽  
Min Guo ◽  
...  

Fuel ◽  
2015 ◽  
Vol 144 ◽  
pp. 197-204 ◽  
Author(s):  
Yingwen Yan ◽  
Longfei Dang ◽  
Yuanhao Deng ◽  
Jinghua Li ◽  
Jianxing Zhao

2020 ◽  
Vol 30 (10) ◽  
pp. 759-778
Author(s):  
Chao Wang ◽  
Jiya Yang ◽  
Jingyu Zhu ◽  
Wuqiang Long ◽  
Keiya Nishida

Author(s):  
E. Lubarsky ◽  
D. Shcherbik ◽  
O. Bibik ◽  
Y. Gopala ◽  
B. T.

2017 ◽  
Vol 17 (17th International Conference) ◽  
pp. 1-21
Author(s):  
Abd Elnaby Kabeel ◽  
Medhat Elkelawy ◽  
Hagar Bastawissi ◽  
Ahmed El-Banna

1992 ◽  
Vol 25 (8) ◽  
pp. 115-122 ◽  
Author(s):  
G. S. Perrusquía

An experimental study of the transport of sediment in a part-full pipe was carried out in a concrete pipe. The experiments were confined to bedload transport. The purpose of this study was to analyze the flow conditions that characterize the stream traction in pipe channels and their relationship to flow resistance and sediment transport rate. Three procedures used in this kind of experimental study were tested and found valid: 1) the vertical velocity distribution near the sediment bed can be described by the velocity-defect law, 2) the side wall elimination procedure can be used to compute the hydraulic radius of the sediment bed, and 3) the critical shear stress of the sediment particles can be obtained by using Shields' diagram. A relationship to estimate bedload transport, based on dimensional analysis, was proposed. This was expressed in terms of both flow and particle parameters as well as geometric factors. Further experimental work is recommended before this relationship can be fully incorporated in a simulation model for the analysis of storm sewers.


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